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<br />length of about 40S feet. At these dimensions, the capacity of the reservoir could be in <br />the range of900 to 1,000 acre-feet <br /> <br />The dam would be constructed in accordance with all of the Colorado Division of <br />Water Resources (State Engineer) dam design criteria. Based on preliminary <br />investigations, it is proposed to construct a homogeneous eartJ,--fdl dam with a <br />conventional cutoff trench into the dam foundation. To control seepage, consideration <br />will be given to the construction of a chimney drain and sand filter blanket. <br />Preliminary analysis indicates instaHation of a 21-inch diameter outlet. <br /> <br />Given the relatively smaH size of the tributary drainage basin (1.48 square miles), the <br />Probable Maximum Flood is expected to be of comparatively small volume. <br />Accordingly, consideration will be given to either (1) constructing a conventional open- <br />channel emergency spiUway or (2) building the dam large enough to fully store and <br />contain the PMP flood volume in conjunction with a nominal sized service spillway. <br /> <br />Water Right: CFS. Average water diverted per year: acre-feet. <br /> <br />Water Rieht: <br />1,133.75 acre-feet (Adjudication Date Aug. 3, 1911; Appropriation Date: Nov. 3, 1907) <br />76.8 cfs (" "" "" ~~) <br /> <br />6. Will the acquisition of additional water rights be necessary? NO <br /> <br />7. Please list the names and addresses of the Applicants' engineer(s) and attorney(s). <br />NAME ADDRESS and PHONE <br /> <br />Project Engineer: <br /> <br />George M. Fosha, P.E. <br />2620 South Ivy Street <br />Denver, CO 80222 <br />(303) 756-2752 <br /> <br />Legal Counsel: <br /> <br />Lee H. Johnson <br />Carlson, Hammond & Paddock, LLC <br />1700 Lincoln Street, SI4. 39090 <br />Denver, CO 80203 <br />(303) 861-9000 <br />